DRESP1 - Static Stress/Strain Item Codes

Element	Stress/Strain Item	ASCII Code	Number Code *
CELAS	Stress/Strain	S	2

CROD	Both ends	SAB	-
	End A	SA	2
	End B	SB	2

CBAR**	All stresses/strains	SALL	-
	End A pt. C	SAC	2
	End A pt. D	SAD	3
	End A pt. E	SAE	4
	End A pt. F	SAF	5
	End B pt. C	SBC	10
	End B pt. D	SBD	11
	End B pt. E	SBE	12
	End B pt. F	SBF	13
	Axial end A	SAX	-
	Axial end B	SBX	-
	Max end A	SAMAX	7
	Max end B	SBMAX	14

CBEAM**	All stresses/strains	SALL	-
	End A pt. C	SAC	4
	End A pt. D	SAD	5
	End A pt. E	SAE	6
	End A pt. F	SAF	7
	End B pt. C	SBC	104
	End B pt. D	SBD	105
	End B pt. E	SBE	106
	End B pt. F	SBF	107
	Axial end A	SAX	-
	Axial end B	SBX	-
	Max end A	SAMAX	8
	Max end B	SBMAX	108

CSHEAR	Maximum Shear	SHMAX	2
	Average Shear	SHAVG	3
	Safety Margin	SHMRG	4

All Solid elements	von Mises	SVM	13
	Signed von Mises	SSVM	-
	Max Principal Stress	SMP	-
	Major Principal	SMAP	8
	Mid Principal	SMDP	16
	Minor Principal	SMIP	22
	Normal X	SXX	6
	Normal Y	SYY	14
	Normal Z	SZZ	20
	Shear XY	SXY	7
	Shear YZ	SYZ	15
	Shear XZ	SXZ	21
	Equivalent Plastic Strain	PLAS	-
	Surface Stress (von Mises)	SVMS	-
	Surface Stress (Max Principal Stress)	SMPS	-
	Surface Stress (Minor Principal)	SMIPS	-
	Neuber correction	NEUB	-

All Shell elements	von Mises both surfaces	SVMB	-
	Major Principal both surfaces	SMPB	-
	von Mises 1	SVM1	9
	von Mises 2	SVM2	17
	Signed von Mises both surfaces	SSVMB	-
	Signed von Mises 1	SSVM1	-
	Signed von Mises 2	SSVM2	-
	Major Principal 1	SMP1	7
	Major Principal 2	SMP2	15
	Minor Principal both surfaces	SMIPB	-
	Minor Principal 1	SMIP1	8
	Minor Principal 2	SMIP2	16
	Normal X both surfaces	SXB	-
	Normal X 1	SX1	3
	Normal X 2	SX2	11
	Normal Y both surfaces	SYB	-
	Normal Y 1	SY1	4
	Normal Y 2	SY2	12
	Shear XY both surfaces	SXYB	-
	Shear XY 1	SXY1	5
	Shear XY 2	SXY2	13
	Equivalent Plastic Strain both surfaces	PLASB	-
	Equivalent Plastic Strain 1	PLAS1	-
	Equivalent Plastic Strain 2	PLAS2	-
	Neuber correction both surfaces	NEUBB	-
	Neuber correction 1	NEUB1	-
	Neuber correction 2	NEUB	-

*OptiStruct provides partial support for Nastran item codes. Since Nastran response items are not fully compatible with those used in OptiStruct, it is recommended that the OptiStruct ASCII item codes be used.

**For Bar elements that reference PBARL, PBEAML, it is recommended that the special stress item codes listed under Stress Item Codes for Bar Elements using PBARL, PBEAML Properties be used. Stress/strain items listed here for CBAR and CBEAM elements using PBAR, PBEAM, PBARL, or PBEAML properties include only normal stress/strain.